332) Maximum distance between expansion joints in structures as per IS : 456 - 1978 is

333) A continuous beam is deemed to be a deep beam when the ratio of effective span too overall depth (1/D) is less than

334) Critical section for shear in case of flat slabs is at a distance of

335) Minimum thickness of load bearing RCC wall should be

336) If the storey height is equal to length of RCC wall, the percentage increase in strength is